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# EXTERIOR RESEARCH&DESIGN,LLC.
FEB 6 207
Certificate of Authorization t/9503
353 CHRISTIAN STREET,UNIT#13
` ! TREt NT 1,ERD PERMITTING OXFORD,CT 06478
St. Lucie County, FL PHONE:(203)262-9245
FAX:(203) 262-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960.10.12-R4
dba TRI-BUILT Roofing Products FL16048-R4
9050 Louisiana Street Date of Issuance:10/25/2012
Merrillville, IN 46410 Revision 4: 10/06/2016
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 5.
Prepared by: tttttttr„
Robert J.M. Nieminen, P.E. '`. S i \i•�`4'`,.: The facsimile seal appearing was authorized by Robert Nieminen,
_ ,,i„,.s P.E.on 10/06/2016.This does not serve as an electronically signed
Florida Registration No,59166,Florida DCA ANE1983 document.Signed,sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
j TRI oi' 1 1 'ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT, have demonstrated compliance
with the following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,1507.7.3
1504.6 Accelerated Weathering ASTM G155 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Kafty Examination Reference Date
ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties S40540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 "Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width.
4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4
Certificate of Authorization p9503 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4:10/06/2016
Page 2 of 5
f TRINI` ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed,a request may be made to the AH1 for
approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are as follows:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
➢ Tri-Built S/A HT TU Underlayment with 3M1" 2-Component Roof Tile Adhesive AH-160 (FL6332) or
Dow TileBondM Roof Tile Adhesive(FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT recommends
priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT
requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the
self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime;SECU ROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J.
5.6.3 Bond to Mechanically Attached Base Layer:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
> ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R4
Certificate ofAuthorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4:10/06/2016
Page 3 of 5
INI
S.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHI.
Primer: (Optional)ASTM D41
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.6.4.2 Maximum Design Pressure=-67.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.6.4.3 Maximum Design Pressure=-60.0 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.7 Exposure Limitations:
5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional, TRI-BUILT recommends priming the deck if the final roof cover is not slated for
installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll,broom or hand-press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with
TRI-BUILT requirements.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-114
Certificate of Authorization#9503 FBC NON-HVH2 EVALUATION FL16049-R4
Revision 4:10/06/2016
Page 4 of 5
,r TRINIT f ERD
When installing at slopes above 8:12,TRI-BUILT recommends back-nailing in the overlap area at the top of
the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam-on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625;(314)578-3406; k.chancellor@us.ul.com
END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R4
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-114
Revision 4:10/06/2016
Page 5 of 5
Florida Building Code Online Page 1 of 1
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BCIS Home Log In User Registration Hot Topics ti Submit Surcharge Stats&Facts Publications FBC Staff i BCIS Site Map Links I Search
Florida
QB'� Product Approval
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Product Approval Menu>Product or Application Search>Application List
Search Criteria Refine Search
Code Version 2014 FL# ALL
Application Type ALL Product Manufacturer Tri-Built Materials Group,LLC
Category Roofing Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-App lications
FL# Tvoe Manufacturer Validated By Status
FL16027-R1 Revision Tri-Built Materials Group,LLC John W.Knezevich, PE Approved
History Category: Roofing (954)772-6224
Subcategory:Modified Bitumen Roof System
FL16048-R4 Revision Tri-Built Materials Group,LLC John W.Knezevich, PE Approved
History Category: Roofing (954)772-6224
Subcategory:Underlayments
FL16906-R1 Revision Tri-Built Materials Group,LLC Locke Bowden Approved
History Category: Roofing (334)300-1800
Subcategory:Underlayments
FL21553 New Tri-Built Materials Group,LLC Steven M. Urich,PE Pending FBC Approval
Category: Roofing (717)317-8454
Subcategory:Underlayments
-Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
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g,fi�t s>
xis ' FL# FL16048 R4
r 3_�a�.'3t.�..tE.._ -
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived 17
Product Manufacturer Tei-Built Materials Group,LLC
Address/Phone/Email PO Box 70
Rutherford,NJ 07070
(800) 516-1485
david.ruiz@tribuiltmg.com
Authorized Signature David Ruiz
david,ruiz@tribuiltmg.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
david.ruiz@tribuiltmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
L.) Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By John W, Knezevich, PE
,/j Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R4 COI 2016 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM G155 2005
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
Equivalence of Product Standards
Certified By
Sections from the Code
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Product Approval Method Method 1 Option D
Date Submitted 10/06/2016
Date Validated 10/17/2016
Date Pending FBC Approval 10/19/2016
Date Approved 12/13/2016
Summary of Products
FL# [Model,Number or Name Description
16048.1 TRI-BUILT Roof Underlayments Self-adhering, modified bitumen roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16048 R4 11 2016 10 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R4.o f
Impact Resistant,N/A Verified By: Robert Nleminen PE-59166
Design Pressure: +N/A/-67.5 Created by Independent Third Party: Yes
Other: 1.)The design pressure noted herein pertains to use Evaluation Reports
of foam-on tile systems overtop the self-adhering FL16048 R4 AE 2016 10 FINAL ER TRI-
underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R4.f)df
5.6,4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes
Use,
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Contact Us::2601 Blair Stone Road.Tallahassee Fl.32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statemen
Under Florida law,email addresses are public records.If you do not want youre-mall address released In response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395,-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click re.
Product Approval Accepts:
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Search Criteria St. Lucie County, FL Rgfin Search
Code Version 2014 FL# ALL
Application Type ALL Product Manufacturer Owens Corning
Category Roofing Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
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FFA Tvoe Manufacturer Validated Sv Status
FL9777-R7 Revision Owens Corning Locke Bowden Approved
Hi for Category: Roofing (334)300-1800
Subcategory:Underlayments
FL10674- Revision Owens Corning John W. Knezevich, Approved
R12 Category: Roofing PE
ti5LOKY Subcategory:Asphalt Shingles (954)772-6224
FL10758- Revision Owens Corning Locke Bowden Approved
R6 Category:Roofing (334)300-1800
History Subcategory:Roofing Accessories that are an Integral Part
of the Roofing System
FL12221- Editorial Owens Corning Robert J. M. Approved
R4 Change Category: Roofing Nieminen,PE
Hi for Subcategory:Roofing Accessories that are an Integral Part (203)262-9245
of the Roofing System
FL125 6- Affirmation Owens Corning Robert J. M. Approved
R-� Category:Roofing Nieminen, PE
History Subcategory:Underlayments (203)262-9245
FL12874- Revision Owens Corning Robert J. M. Approved
R3 Category:Roofing Nieminen,PE
History Subcategory:Cements-Adhesives-Coatings (203)262-9245
FL14242 Revision Owens Corning John W. Knezevich, Approved
R3 Category:Roofing PE
Histor Subcategory:Underlayments (954) 772-6224
FL16638_ Revision Owens Corning Locke Bowden Approved
R1 Category:Roofing (334)300-1800
History Subcategory:Asphalt Shingles
FL_ )6828- Revision Owens Corning John W. Knezevich, Approved
R3 Category:Roofing PE
History Subcategory:Roofing Accessories that are an Integral Part (954)772-6224
of the Roofing System
FL17420- Revision Owens Corning Locke Bowden Approved
R1 Category:Roofing (334)300-1800
HisOr Subcategory:Underlayments
FL1743$= Revision Owens Corning Locke Bowden Approved
R2 Category: Roofing (334) 300-1800
His or Subcategory:Roofing Accessories that are an Integral Part
of the Roofing System
FLl 97._ New Owens Corning John W. Knezevich, Approved
Category: Roofing PE
Subcategory:Modified Bitumen Roof System (954)77276224
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'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850.487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.467.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
0 AR K9
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EXTERIOR RESEARCH & DESIGN, LLC.
Certificate ofAummuunvn#9sm
353�HR|ST|ANSTREE� UN|T#13
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PHONE:(2U3)26Z'9Z45
FAX:(2O3)262'9Z4]
|
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R7
One Owens Corning Parkway Fo0674'1112_��a�
Toledo,OH43659 Date ofIssuance:02/06/2012
Revision 7: 04/18/2016
Scors!
This Evaluation Report is issued under Rule 61GI0-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida, The documentation submitted has been reviewed by RobertN\eminen,
P.E. for use of the product under the Florida Building [ode and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5thEdition (2014) Florida Building Code
sections noted herein.
DeScm/"Tmm: Owens Corning Asphalt Roof Shingles
LAocuma: Labeling shall be in accordance with the requirements the Accredited Quality Assuran ce Agency noted
herein.
CnmT|muso Coxxpumvcc: This Evaluation Report is valid until such time as the named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nleminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. ThnitylERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
\wnmcrmm: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists ofpages 1through D.
Prepared by:
The^��'u"°/"�"",/�=,.",�,�"*by Robert w'°"*"�
Robert Nieminen,P.E. ��»����\��` ,�on 04^*2DI6.m*^~"not serve"^""electronically signed
Florida Registration No.59166,Florida OCA ANE1983 " document.Signed,sealed hardcopies have been transmitted mthe
Product Approval Administrator and mthe==mm^°
CERTIFICATION opINDEPENDENCE'
z. ninitv|cnD does not have, no, does it intend to acquire or will it ocouire, a financial interest in any company manufacturing or
distributing products itevaluates.
z. Thnny|sxoisnot owned,operated orcontrn|ledbvanvcomnanvmanufacturing mdistributing products it evaluates.
u. xouertwicm}nen, P.E.does not have nor will acquire, a8nnnua|interest inany company manufacturing ordistributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
s. This isabuilding code evaluation. Neither Trinity|[nonor Robert wieonmcn, p.E. are, inany way, the Designer ofRecord for any
project nnwhich this Evaluation Report,o,previous versions thereof, /,/xa, used for permitting ordesign guidance unless retained
specifically for that purpose.
—
~��I�JU~�� ����
x ��m �� x � ^—' —
ROOFING SYSTEMS EVALUATION:
1. Scops:
Product Category: Roofing
Sub-Category: Asphalt Shingles
�
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated
/
compliance with the following sections of the Florida Building Code and Florida Building Code' Residential Volume
through testing in accordance with the following Standards. Compliance issubject to the installation Requirements
and Limitations/Conditions ofUse set forth herein.
2' STANDARDS:
Section Propert Standard Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 uOVo
1507.2,7.1,R905,2.6.1 Wind Resistance A5Tmo31oz 2009
1507.2.7.1,R905.2,6.1 Wind Resistance ASTM D7158 2008
3' RsFsxEmcps:
infty Examination Reference Date
uLLLC([sn96z*} Physicals&Wind Resistance File n24s3,Vol.y 02/15/2007
UL LL[(cEn9626) Physicals @vvind Resistance 20120516'112453 05/16/2012
UL LLC(TSr9628) Physical Properties 06[A30263 04/18V2006
U LLC(TST9628) wind Resistance 11C^34308 02/18/2012
uLLLC(T5TsG2o) Physicals&\windResistance 4786093137 02/01/2014
uLLLC(TST96Zo) Wind Resistance *786126532 02/10/2014
uLLLC(TSry62o) rbvs|ca|Properties Classification letter 02/13/2014
uLLLC(rST962o) Physical Properties Classification letter 10/02/2015
Miami-Dade([sn1592) FoCxv*zCompliance va,|vvs wDAs various
UL LLC (Qo49625) Quality Control Service Confirmation,nz45y sxp.0Ey20/2017
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic'and Supreme'are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshire^are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 Devonshire=are fiberglass reinforced,5'tabasphalt roof shingles.
4.1.4 Duration', TruDefinition° Duration', Duration' Premium Cool, Tr Definitimn~ Duration' Designer Color
Collection, Tr DeMnibon°Oakhdge~, Vukrid ° and VVeatherGuard~ HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Berkshire* Hip & Ridge Shingles, High Ridge, VVeatherGuard° HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shing|esandDuraRidge=Mip&KidDe5hin8|esarefiberg|assreinforced, hipandridQeasphx|troof shingles,
4.3 Starter Strip Shingle,Starter Strip Plus and Starter Shingle nu|| are starter strips for asphalt roof shingles.
G. L|xx|Txr/omS:
5.1 This is a building code evaluation. Neither ThnitylERD nor Robert Nieminen, P.E. are, in any way, the
Designer ofRecord for any project on which this Evaluation Report, orprevious versions thereof,is/was used
for permitting or design guidance unless retained specifically for that purpose.
52 This Evaluation Report isnot for use inthe HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory
for fire ratings ofthis product.
Exterior Research and Design,LLC. Evaluation Report oaro4u.oz.z2-nm
Certificate ofAuthorization^9sv F1.10674-1112
Revision xo4/1o/2m10
Page xv,o
��� /�J��� �AF�
� K��, �K � � w`�,
54 Wind Classification:
5/4.1 All Owens Corning shingles noted herein are Classified in accordance with FD[ Tables 1E07.2I1 and
R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for
use in all wind zones up to V",d= 150 mph (/m = 194 mph). Refer to Section 6 for installation requirements
tomeet this wind rating.
5.4J All Owens-Corning hip&ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified
inaccordance with F8[Tables 1SO7.27.1and R9OS.Z.6.1toASTM D3l61, Class F, indicating the shingles are
acceptable for use inall wind zones uptoV,m= 15Omph (V,x= 194mph). Refer toSection 6for installation
requirements tomeet this wind rating.
5.43 Classification byASTK4 D7158 applies to exposure category B nr [ and a building height nf5Ofeet orless.
�
Calculations by a qualified design professional are required for conditions outside these limitations. Contact
the shingle manufacturer for data specific toeach shingle.
5.44 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building
Code and F.AI. Rule 61G2U'3.
G. |msTAu»T|om:
6.1 Underlayment:�
6.1.1 Undedayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval,orboLocally Approved per Rule 61G2O'3'per FB[Sections 15O7.Z.3,l5O7.l4orR905.Z.S.
6.2 Asphalt Shingles:
6.2.1 Installation ofasphalt shingles shall comply with the manufacturer's current published instructions, using
minimum four (4) nails per shingle in accordance with FBCSecUuns 15072 or R905.2, with the following
� exceptions:
| > Berkshire*shingles require minimum five(5) nails per shingle.
> VVeatherGuard'HPshingles require minimum six(6) nails per shingle.
> Devonsh|re"shingles require minimum six(6)nails per shingle.
> Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
62.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FB[
1507.2.6orR905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
625 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Fell underiaViieot Deck felt undertayment Deck Sejf�dhved
underlayment
Drip Wip edge
Drip edge DHp
edge
2-Y from eave
stlogfC=1 .. with 6'removed
Starlet Sirip diinglc civerhgfig5�6,res aod rakes lilt"-�#' Starter St,iP Pjis o.vharigs eay.&and akes 1/4"-3/4'
Exterior Research and Design,LLC, Evaluation Report o37940.m1z*7
CerrVcate ofAuthorization#9503 F1.10674-1112
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Page 3v+u
TRINITYPRO
6.2.6 Minimum Nailing—Classic'&Supreme:
17:
Mansard or Area para Normal Manserd or Area pare
High Wind desvanes y Wind Areas High Wind desvanes y
rmates Areas vientos ruertes Area pare vientos normales Areas vientos fuerres
t•ef° �Z. t.5 5/B"Exposure
Eoposicicin
6.2.7 Minimum Nailing—Berkshire':
Sealant strip Sealant strip
Li Pira de seltador f to Lira da selladsr
o 4D a o c ! c e a •
y" $Vz' 9 Vt' 9 VC 8 vL' } 8 th" 8:4" 8 1h" B th"
y,.J 1" p,
t
Standard Fastening Pattern 6-Nail Fastening Pattern
Sealant s{rip
La tira de sellador
O a 0-04- - o G4-----------0 0 0,
8 Yr 8 fit" 8?h" a Y/' Jt
V y.
� a
a
2" Asphatl roofingxmont
Centenia de{echo de astiho
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
Certificate of Authorization 79503 FL10674-R12
Revision 7:04/18/2016
Page 4 of 8
.8 Min TRINITY ERD
6
,,2.=.imum Nailing—Devonshire":
71- 8" I 8" 8- I 7" I _fin
Na
Gavos
Nails
exposure Sealant location
Exposic!6n de 5-5/8 pull; Ubicaci6n del sellador
Ten 1"Spots ofsphaft Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
® "
6.2.9 Minimum Nailing—Duration®, TruDefinition" Duration, Duration® Premium Cool &TruDefinitionDuration
Designer Color Collection:
4-Nall Fastening Pattern 6-Nall Fastening Pattern
sumNaimta,nanino area width SunNai0fastening MA width
w.fl,TW.t —_._- - .x.. rN�sil�TypcpaL.,s>..-
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
— [n-[�g a—width
F STWil.4 I
el
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02,12-117
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IIT E R D
6.2.1 Minimum Nailing-Tru Definition'Oakridge`,Oakridge®:
4 Nail Pattern 6 Nail Pattern
Esquema con 4 clavos Esquema con 6 clavos
r r r
1-
l�— ,2 I<-•- 2• —;al Ste-'— 12.
5Sig"Exposure Nails 5579"Exposure 5518"Exposure Nails 55/6"Erposu2
Exposicidn de gW pulg. Claws Exp"icion de 55/8 pulg. P clavos
Exposicf6n de 5518 pu/g. Exposicidn de 5 6/8 pulq.
Standard Fastening Pattern 6-Naii Fastening Pattern
Fastening for Slopes Greater Than 21:12
sureualcs tsstentng ama Mmn_—_,—�
/`Nsil,TypltAl
FOW I-Spats of ASpnalt noOnng cement
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing-WeatherGuard®HP:
p n
9 9 g5leogly Qdlt➢o WOW
m.I=d tri
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate ofAuthorizotion 94503 FL10674-R22
Revision 7:04/1812016
Page 6of8
TRINITY ERa
6.3 Hip& Ridge Shingles:
6.3.1 Installation of Berkshire' Hip and Ridge Shingles, High Ridge, WeatherGuard° HP Hip and Ridge Shingles and
Pro Edge Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using four
(4) nails per shingle. Installation of DuraRidgeT" Hip & Ridge Shingles shall comply with the manufacturer's
current published instructions, using two (2) nails per shingle. Refer to Owens Corning published
information on wind resistance and installation limitations, including the use of hand-sealing for wind
warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2,5. Staples are not permitted.
6.3.3 Minimum Nailing—Berkshire° Hip &Ridge and High Ridge:
I Fig.t --- -- 94 — Fig.2 ---
Q— PlevailingWnd
Direction �\ \\ ToliView sideVim.,
Nails-- Nails Nails
Tap Lanmatal 2` 1
Pipe
, o— a
iu4 I I
d S V, v `I
_ 1 cI
Exposur��� di
6.3.4 Minimum Nailing—WeatherGuard® HP Hip and Ridge:
Fig.A
Fig.C Hip Ridge Shingle Fastening
4'
ong Y.9nd X
To p vlow
DlreclbI—H +/\
�— n � ' o\\
A
N.11.
\. /``\. A\. I Nulls Na l is
e�4 `\ \
\ I i 2.. 2..
b S v +( I
Exposure
� \ S• Exposure
—__-- 12" yt
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate ofAuthorizotion#9503 FL10674-1112
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Page 7 of 8
TRINITY ERQ
6.3.5 Minimum Nailing-ProEdge Hip& Ridge Shingles:
Prevailing Standard
Wind Direction Scalant Stri Fastening
P �. Pattern
61 ExposureZ�I �` 'I.I "r
1" I .1^
12' 1 Sealant
Fasten 7r/:' 2(` 6'Exposure
Expose
Covet d J 1
Fasteners with
Roof Cement
6.3.6 Minimum Nailing—Dura Ridge'" Hip&Ridge Shingles:
Note:The drawings below pertain to minimum, as-tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
<—Prroraiing Wird Dira¢don �,Trr o en Elan
Dimnien dornirance ckjN t p.
Dirocdbndelricntupre&m1wnce I^ Yk.supenor I-t►
!CClyk,�-, —+_-_ Ovrons Cocrdng Sutd-lail' aaw
0_6 I.-
cl`a
-'@rex� q U l u
Gv�
o�,a+
la 12-
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1/R905.2.6.1.
S. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(414) 248-6409; karen.buchmannna ul.com
- END OF EVALUATION REPORT-
Exterior Research and Design,LLC, Evaluation Report 037940.02.12-R7
Certificate o Authorization k9503 FL10674_
R12
Revision 7:04/18/2016
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